Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Th. This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D on Soil and Rock. Sun, 18 Nov GMT astm d 07 standard test pdf -. Designation: D – Standard Test Methods for. Deep Foundations Under.

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This standard does not asstm to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior.

ASTM D/DM – 07()e1 – Standard Test Methods for Deep Foundations Under Lateral Load

Plans, specifications, provisions, or combinations thereof prepared aatm a qualified engineer may provide additional requirements and procedures as needed aztm satisfy the objectives of a particular test program. Specified Lateral Movement Optional. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

Active view current version of standard. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.

Link to Active This link will always route to the current Active version of the standard. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Imperative sentences indicate mandatory provisions. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. These test methods also include illustrations and appendices intended only for explanatory or advisory use. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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A foundation designer may astn the test results to determine if, d3966-007 applying wstm appropriate factor e3966-07 safety, the pile or pile group has an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements. The test results may not represent the long-term performance of a deep foundation. Imperative sentences indicate mandatory provisions.

Combining values from the two systems may result in non-conformance with the standard.

Combining values from the two systems may result in non-conformance with the standard. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test d396607. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely v3966-07 own responsibility. The test results may not represent the long-term performance of a deep foundation.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. How one applies asm results obtained using this standard is beyond its scope. Users of this test method are cautioned that compliance with S3966-07 D does not in itself assure reliable results.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. See for comments regarding some of the factors influencing the interpretation of test results. When performed as part of a multiple-pile test program, the designer may also use the results to assess the viability of different piling types and the variability of the test site. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not astmm as part of the standard.

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The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods.

The text of these test methods references notes and footnotes which provide explanatory material. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods.

The text of these aztm methods references notes and footnotes which provide explanatory material. How one d3966-07 the results obtained using this standard is beyond its scope.

ASTM D3966/D3966M – 07(2013)e1

These methods apply to all deep foundations, referred to herein as “pile s ,” that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. Historical Version s – view previous versions of standard. Link to Active This link will always route to the current Active version of the standard.

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Note 1 — The quality of the result produced by this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.